477TH AVE over CK
Map
Coordinates:
+45.21550, -96.6612545°12'56" N, 96°39'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 477TH AVE over CK |
Structure number: | 000000026280076 |
Location: | 1W & 0.6S MILBANK |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 30 | 99.0 |
July 2016 | Good | Good | Good | Good | 30 | 99.0 |
July 2014 | Good | Good | Very Good | Good | 30 | 99.0 |
August 2012 | Good | Good | Very Good | Good | 30 | 99.0 |
August 2010 | Good | Good | Very Good | Good | 30 | 99.0 |
September 2008 | Good | Good | Very Good | Good | 30 | 99.0 |
August 2006 | Good | Good | Very Good | Good | 30 | 91.8 |
August 2004 | Good | Good | Very Good | Good | 30 | 88.1 |
October 2002 | Good | Good | Very Good | Good | 30 | 88.1 |
September 2000 | Good | Good | Very Good | Good | 30 | 89.1 |
August 1998 | Fair | Good | Fair | Satisfactory | 30 | 37.0 |
June 1996 | Poor | Poor | Poor | Satisfactory | 30 | 34.0 |
November 1994 | Poor | Poor | Poor | Satisfactory | 30 | 26.5 |
December 1992 | Poor | Poor | Poor | Satisfactory | 30 | 26.5 |
October 1990 | Poor | Poor | Poor | Satisfactory | 30 | 26.5 |